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• <br /> • Draft Supplemental Environmental Impact Report Page IV.13-24 <br /> • Forward Inc. Landfill 2018 Expansion Project <br /> would operate at unacceptable Level of Service F, with an average delay similar to year <br /> cumulative 2035 conditions if the existing landfill entrance on Austin Road is used. Thus,use of <br /> • Newcastle Road for landfill access for the previously proposed project would not avoid the <br /> • deterioration of levels of service at the Austin/Arch Roads,SR 99/Arch Road, and SR <br /> • 99/Mariposa Road SB Ramp intersections to unacceptable conditions in the cumulative year <br /> 2035,and 2035 cumulative impacts with alternate access at Newcastle Road would be similar to <br /> • those of the project evaluated in the 2013 EIR. <br /> • <br /> • Mitigation Measure B.7. (Revises 2013 EIR Mitigation Measure B.6). Improvements to <br /> • Intersection 11, Arch Road/Austin Road, Southbound: The project shall contribute its fair share <br /> to the addition of one lane to provide one left-tum lane, two thru lanes, and one right-tum lane, <br /> • as detailed in the TIA, Figures 12 and 13. <br /> • <br /> • Impact B.8. Potential Cumulative Impact to Mainline Roadway Operations. (Revises 2013 <br /> • EIR Impact B.2) <br /> • Cumulative Impacts to SR 99 Freeway Mainline <br /> • As shown on Tables IV.13-13 and 14,below, the proposed project plus cumulative traffic (Short- <br /> Term and 2035) would not significantly affect SR 99 freeway mainline operating conditions. <br /> • <br /> • <br /> • Table IV.B-13: Freeway Mainline Analysis-Short-term Conditions <br /> • State Route 99 Existing Conditions+ Existing Conditions+ Project <br /> • (Mariposa Rd.-French Approved Projects Approved Projects+ Impact <br /> Cam Rd.) Projects +% <br /> • Volume Density LOS Volume Density LOS <br /> Northbound AM 2625 21.9 C 2645 22.1 C 0.7% <br /> • PM 3842 32.0 D 3858 32.1 D 0.4% <br /> • <br /> Southbound AM 3289 27.4 D 3305 27.5 D 0.5% <br /> PM 3401 28.3 D 3411 28.4 D I 0.3% <br /> • Note:Analysis is based on a 2016 Caltrans peak-hour volume for SR 99.Approved project volumes are derived <br /> • from Norcal Logistic Center project and Tidewater Crossing projects. <br /> • <br /> • <br /> • Table IV.B-14: Freeway Mainline Analysis- Cumulative 2035 Conditions <br /> • State Route 99 2035 2035 Conditions+ Project <br /> • (Mariposa Rd.-French Conditions Project Impact <br /> Cam Rd.) +% <br /> • Volume Density LOS Volume Density LOS <br /> • <br /> Northbound AM 2390 19.9 B 2410 20.0 B 0.8% <br /> PM 3590 29.9 D 3600 30.0 C 0.3% <br /> • <br /> Southbound AM 3170 26.4 C 3190 26.6 C 0.6% <br /> • PM 3300 27.5 C 3310 27.6 C 0.3% <br /> • Note:2035 freeway mainline volumes are estimated with a 1% annual growth rate for 15 years. <br /> • <br /> • <br /> • <br /> • <br />